Phase 3 - Bldg 332 Renovation - Plans.pdf

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SOLICITATION NO.:

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MSBL 12-4029

JANUARY 2025

JOINT BASE MCGUIRE-DIX-LAKEHURST, LAKEHURST NJ

FINAL SUBMITTAL - ISSUED FOR CONSTRUCTION

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B332 RENOVATION

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INDEX OF DRAWINGS

SHEET NO. TITLE

GENERAL

G-000C COVER SHEET

G-001C DRAWING INDEX

GI001C CODE ANALYSIS

GI002C BUILDING CODE SITE PLAN

GI100C LIFE SAFETY PLAN

STRUCTURAL

S-001C GENERAL STRUCTURAL NOTES, DESIGN LOADS & ABBREVIATIONS

S-002C GENERAL STRUCTURAL NOTES

S-101C FOUNDATION PLAN

S-501C TYPICAL CONCRETE DETAILS

ARCHITECTURAL

A-001C LEGENDS, ABBREVIATIONS, & GENERAL NOTES

A-002C WALL TYPES

A-101C AREA OF WORK PLAN

A-102C AIR BARRIER PLAN

AD001C GENERAL DEMOLITION NOTES

AD101C DEMOLITION PLAN

AD110C DEMOLITION REFLECTED CEILING PLAN

AD201C DEMOLITION ELEVATIONS

AE101C OVERALL FLOOR PLAN

AE110C REFLECTED CEILING PLAN

AE201C BUILDING ELEVATIONS

AE301C BUILDING SECTIONS

AE302C WALL SECTIONS

AE401C ENLARGED PLANS

AE501C DOOR AND WINDOW DETAILS

AE502C DETAILS

AE601C DOOR SCHEDULE

AE602C WINDOW SCHEDULE

AF001C FINISH MATERIALS LIST

AF101C FLOOR PATTERN PLAN

AF601C ROOM FINISH SCHEDULE

AI201C TYPICAL ABA MOUNTING HEIGHTS

AI202C INTERIOR ELEVATIONS

AI501C MILLWORK DETAILS

AI502C MILLWORK DETAILS

INTERIORS

IF101C FURNITURE PLAN

IG101C SIGNAGE FLOOR PLAN

IG501C SIGN TYPES

IG601C SIGNAGE SCHEDULE

FIRE ALARM

FA001C FIRE ALARM LEGEND

FA101C FIRE ALARM PLAN

FA501C FIRE ALARM CONTROL MATRIX

FA600C FIRE ALARM / MASS NOTIFICATION RISER DIAGRAM

PLUMBING

P-001C PLUMBING LEGEND

PD101C PLUMBING DEMOLITION PLAN

P-101C PLUMBING PLAN

P-401C PLUMBING ENLARGED AND ISOMETRIC PLANS

P-501C PLUMBING DETAILS

P-502C PLUMBING DETAILS

P-601C PLUMBING SCHEDULES

MECHANICAL

M-001C MECHANICAL GENERAL NOTES, ABBREVIATIONS

MD101C HVAC DEMOLITION PLAN

M-101C HVAC PLAN

M-501C HVAC DETAILS

M-601C HVAC SCHEDULES

M-700C CONTROL LEGEND & ABBREVIATIONS

M-701C CONTROLS

ELECTRICAL

E-001C LEGEND, ABBREVIATIONS AND GENERAL NOTES

E-501C SCHEDULES AND DETAILS

E-601C ELECTRICAL ONE-LINE DIAGRAM

E-602C ELECTRICAL FEEDER SCHEDULE

E-603C PANEL SCHEDULES

ED101C ELECTRICAL DEMOLITION PLAN

EL101C LIGHTING PLAN

EP101C POWER PLAN

TELECOMMUNICATIONS

T-001C TELECOMMUNICATIONS LEGEND

T-101C TELECOMMUNICATION PLAN

T-501C TELECOMMUNICATION DETAILS

T-502C TELECOMMUNICATION DETAILS

T-601C TELECOMMUNICATION SYSTEM RISER DIAGRAM

TY001C SECURITY SYSTEM LEGEND

TY101C SECURITY PLAN

TY501C SECURITY SYSTEM DETAILS

BUILDING CODE ANALYSIS (IBC 2021)

BUILDING OCCUPANCY (CHAP. 3)

BUSINESS (B), FACTORY - MODERATE HAZARD (F-1), AND HIGH HAZARD GROUP 2 (H-2)

OCCUPANCY SEPARATION (SECTION 508)

OCCUPANCY SEPARATION REQUIREMENTS ARE FOR BUILDINGS WITHOUT AUTOMATIC SPRINKLER PROTECTION

THROUGHOUT.

OCCUPANCY SEPARATION:

H-2 FROM F-1 & B

F-1 FROM B

FIRE RESISTANCE RATING

REQUIRED:

3 HOUR

0 HOUR

FIRE RESISTANCE RATING

PROVIDED:

3 HOUR

0 HOUR

CONSTRUCTION TYPE (CHAP. 6)

THE EXISTING BUILDINGS, BUILDINGS B331 AND B332, ARE BOTH CONSTRUCTED OF NON-COMBUSTIBLE MATERIALS WITH NO FIRE RESISTANCE RATINGS. THE ADDITION WILL ALSO BE CONSTRUCTED OF NON-COMBUSTIBLE MATERIALS.

CONSTRUCTION TYPE PROVIDED: TYPE IIB (NON-COMBUSTIBLE, NO FIRE RESISTANCE RATING)

FIRE RESISTANCE RATING

REQUIRED:

0 HOUR

0 HOUR

0 HOUR

0 HOUR

0 HOUR

0 HOUR

0 HOUR

FIRE RESISTANCE RATING

PROVIDED:

0 HOUR

0 HOUR

0 HOUR

0 HOUR

0 HOUR

0 HOUR

0 HOUR

PER TYPE IIB CONSTRUCTION:

PRIMARY STRUCTURAL FRAME:

BEARING WALLS

EXTERIOR:

INTERIOR:

NONBEARING WALLS & PARTITIONS

EXTERIOR:

INTERIOR:

FLOOR CONSTRUCTION:

ROOF CONSTRUCTION:

PER SITE PLAN GI002 THERE IS A MINIMUM FIRE SEPARATION DISTANCE OF 30 FT AT ALL NEW EXTERIOR WALLS.

EXTERIOR WALLS DO NOT REQUIRE A FIRE RESISTANCE RATING AT THIS DISTANCE IN ACCORDANCE WITH TABLE

705.5. EXISTING EXTERIOR WALLS ON THE WEST SIDE OF BUILDING 332 HAS A FIRE SEPARATION DISTANCE OF 5 FEET.

PER IEBC 2021, SINCE THE WALL IS EXISTING AND THE OCCUPANCY IS NOT CHANGING TO A HIGHER HAZARD CATEGORY, THE EXISTING WALL FIRE RESISTANCE RATING, INCLUDING OPENINGS SHALL BE ACCEPTED.

MAXIMUM AREA OF EXTERIOR WALL

OPENINGS (TABLE 705.8):

OPENINGS ALLOWABLE:

NO LIMIT

OPENINGS PROVIDED:

30% MAXIMUM

BUILDING HEIGHT & AREA

BUILDING HEIGHT AND AREA REQUIREMENTS ARE FOR TYPE IIB CONSTRUCTION BUILDINGS WITHOUT AUTOMATIC

SPRINKLER PROTECTION THROUGHOUT.

ALLOWABLE

55 FT

SEE BELOW

PROVIDED:

22 FT

12,189 FT2

BUILDING HEIGHT (504.3):

NUMBER OF STORIES (504.4):

BUILDING AREA (506.2):

ALLOWABLE BUILDING AREA CALCULATION: THE SUM OF RATIOS OF ACTUAL AREAS AND ALLOWABLE AREA PER

OCCUPANCY MUST NOT BE MORE THAN 1 (508.4.2). TABLE VALUES

FOR NON-SPRINKLERED AREAS IN TYPE IIB CONSTRUCTIONS:

OCCUPANCY

BUSINESS (B):

FACTORY (F-1):

HIGH HAZARD (H-2):

TABLE VALUE

23,000 FT2

15,500 FT2

7,000 FT2

ALLOWABLE AREA

34,500 FT2

23,250 FT2

10,500 FT2

ACTUAL AREA

3,823 FT2

3,818 FT2

4,859 FT2

NOTE: AT LEAST 50% OF THE BUILDING PERIMETER HAS A FRONTAGE DISTANCE OF 30 FT OR GREATER. A

FRONTAGE INCREASE OF 0.5 IS APPLIED TO DETERMINE THE ALLOWABLE AREA.

(3,823 FT2 / 34,500 FT2) + (3,818 FT2 / 23,250 FT2) + (4,859 FT2 / 10,500 FT2) = 0.74 < 1

REFERENCES

INTERNATIONAL BUILDING CODE, FOR CONSTRUCTION TYPE AND BUILDING OCCUPANCY

SEPARATION, ALLOWABLE FLOOR AREA, BUILDING HEIGHT LIMITATIONS AND FIRE

SEPARATIONS DISTANCE REQUIREMENTS, EXCEPT AS MODIFIED BY UFC 3-600-01 AND UFC

4-211-01.

INTERNATIONAL EXISTING BUILDING CODE

FIRE CODE

STANDARD FOR PORTABLE FIRE EXTINGUISHERS

STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR

APPURTENANCES

NATIONAL ELECTRICAL CODE

NATIONAL FIRE ALARM AND SIGNALING CODE

STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES

STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS

LIFE SAFETY CODE, FOR SEPARATION FROM HAZARDS, BUILDING EGRESS AND LIFE SAFETY

AND APPLICABLE CRITERIA IN UFC 3-600-01

HAZARDOUS MATERIALS CODE

DOD BUILDING CODE, CHANGE 1 (SEPTEMBER 2022)

IBC 2021:

IEBC, 2021

NFPA 1, 2021

NFPA 10, 2022

NFPA 13, 2022

NFPA 24, 2022

NFPA 70, 2020

NFPA 72, 2022

NFPA 80, 2022

NFPA 90A, 2021

NFPA 101, 2021

NFPA 400, 2022

UFC 1-200-01

LIFE SAFETY ANALYSIS (NFPA 101)

BUILDING OCCUPANCY (CHAP. 3)

BUSINESS, INDUSTRIAL - GENERAL, AND INDUSTRIAL - HIGH HAZARD (PROTECTION LEVEL 2)

CONSTRUCTION TYPE (NFPA 220, CHAP. 4)

TYPE II (000)

CAPACITY OF MEANS OF EGRESS (7.3.3.1)

EGRESS COMPONENTS:

LEVEL COMPONENTS:

DOORS:

NUMBER OF MEANS OF

EGRESS (7.4.1.1):

0.2 IN. / PERSON, FOR HIGH HAZARD AREAS 0.4 IN. / PERSON

32 INCHES MIN. CLEAR WIDTH (7.2.1.2.3.2)

NOT LESS THAN TWO MEANS OF EGRESS SHALL BE PROVIDED FROM EVERY STORY

OR SECTION.

EXITS REQUIRED

EXITS PROVIDED

EXIT DISCHARGE (7.7.1): EXITS SHALL TERMINATE DIRECTLY AT A PUBLIC WAY OR AT AN EXTERIOR EXIT

DISCHARGE

TRAVEL DISTANCE

TRAVEL DISTANCE TO AN EXIT IN OCCUPANCIES WITHOUT SPRINKLER PROTECTION THROUGHOUT SHALL NOT EXCEED:

BUSINESS (38.2.6.2):

INDUSTRIAL - GENERAL

(40.2.6.1):

INDUSTRIAL HIGH HAZARD

(7.11.1, 40.2.5.1 & NFPA 400,

6.2.1.4.1 ):

ALLOWABLE

200 FT

200 FT

75 FT TO EXIT HIGH HAZARD AREA

100 FT EXIT

PROVIDED

85 FT 6 IN.

84 FT

73 FT

96 FT

DEAD-END CORRIDORS

DEAD-END CORRIDORS IN OCCUPANCIES WITHOUT SPRINKLER PROTECTION THROUGHOUT SHALL NOT EXCEED:

BUSINESS (38.2.5.3.2):

INDUSTRIAL - GENERAL

(40.2.5.1):

INDUSTRIAL HIGH HAZARD

(40.2.5.1):

ALLOWABLE

20 FT

50 FT

NOT

PERMITTED

PROVIDED

0 FT

0 FT

0 FT

COMMON PATH OF TRAVEL

COMMON PATH OF TRAVEL IN OCCUPANCIES WITHOUT SPRINKLER PROTECTION THROUGHOUT SHALL NOT EXCEED:

BUSINESS (38.2.5.2.3):

INDUSTRIAL - GENERAL

(40.2.5.1):

INDUSTRIAL HIGH HAZARD

(40.2.5.1):

ALLOWABLE

75 FT

50 FT

NOT

PERMITTED1

PROVIDED

31 FT

26 FT

0 FT

NOTE: HIGH HAZARD AREAS ARE REQUIRED TO BE PROTECTED WITH AUTOMATIC SPRINKLERS.

NOTE: HIGH HAZARD AREAS ARE REQUIRED TO BE PROTECTED WITH AUTOMATIC SPRINKLERS.

NOTE: HIGH HAZARD AREAS ARE REQUIRED TO BE PROTECTED WITH AUTOMATIC SPRINKLERS.

1. A SINGLE MEANS OF EGRESS IS PERMITTED IN A HAZARDOUS AREA IF THE AREA DOES NOT EXCEED 200 FT2, CALCULATED OCCUPANT LOAD DOES NOT EXCEED 3 PERSONS AND THE COMMON PATH DOES NOT EXCEED 25

FT. (7.11.4)

OCCUPANT LOAD FACTOR (7.3.1.2)

USE

BUSINESS

ASSEMBLY, LESS CONCENTRATED

INDUSTRIAL, GENERAL

MECHANICAL, ELECTRICAL & BUILDING EQUIPMENT

SPACES (UFC 3-600-01, TABLE 10-1)

IT/COMM EQUIPMENT (UFC 3-600-01, TABLE 10-1)

LOAD FACTOR (FT2 / PERSON)

150 GROSS

15 NET

100 GROSS

500 GROSS

300 GROSS

INTERIOR FINISHES

FIRE PROTECTION ENGINEERING FOR FACILITIES, 8 AUGUST 2016, CHANGE 6 (MAY 2021)

DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, 12 DECEMBER 2018, CHANGE 2

(JULY 2022)

DESIGN AND O&M: MASS NOTIFICATION SYSTEMS, 9 APRIL 2008, CHANGE 1 (JANUARY 2010)

UFC 3-600-01

UFC 4-010-01

UFC 4-021-01

REFERENCES CONTINUED

FIRE DOORS: THE MINIMUM FIRE RATING OF OPENING PROTECTIVES IN FIRE BARRIERS, FIRE RATED

SMOKE BARRIERS AND FIRE RATED SMOKE PARTITIONS SHALL BE IN ACCORDANCE

WITH NFPA 101 TABLE 8.3.3.2.2

ALLOWABLE

3 HOUR

PROVIDED

3 HOUR

COMPONENT

3 HOUR FIRE BARRIER

-DOOR

FIRE SEPARATIONS

SPECIAL HAZARDS (8.7): AREAS HAVING A DEGREE OF HAZARD GREATER THAN THAT NORMAL TO THE GENERAL

OCCUPANCY OF THE BUILDING SHALL BE SEPARATED FROM OTHER PARTS OF THE

BUILDING WITH A FIRE BARRIER HAVING A RESISTANCE RATING NOT LESS THAN 1

HOUR AND WITHOUT WINDOWS.

CORRIDORS: EXIT ACCESS CORRIDORS DO NOT REQUIRE 1 HOUR FIRE RESISTANCE RATING PER

NFPA 101 38.3.6.1 AND 40.3.6.

USE

OTHER SPACES

ALLOWABLE

A, B OR C

PROVIDED

A

HIGH HAZARD PROTECTION LEVEL 2 REQUIREMENTS

CHAPTER 4 OF UFC 3-600-01 SUPERCEDES IBC CHAPTER 4 IN ITS ENTIRETY. FOR UNIQUE HAZARDS NOT ADDRESS

WITHIN CHAPTER 4 OF UFC 3-600-01, COMPLY WITH NFPA 101.

HAZARDOUS MATERIALS USED AND STORED IN THE BUILDING INCLUDE COMBUSTIBLE AND WATER REACTIVE

METALS.

HIGH HAZARD AREA SHALL BE SEPARATED FROM OTHER PARTS OF THE BUILDING WITH NOT LESS THAN 2 HOUR FIRE SEPARATION AND HAVE EXPLOSION VENTING THROUGH AN EXTERIOR WALL PER UFC 3-600-01, 4-2.2. ALSO, REFER TO

THE DEFLAGRATION VENTING SECTION BELOW.

AUTOMATIC SPRINKLERS SHALL BE PROVIDED WITH INDICATING VALVE TO ISOLATE SPRINKLER SYSTEM WITHIN

HAZARDOUS AREA PER UFC 3-600-01, 4-20.2.4.

FIRE EXTINGUISHER REQUIREMENTS

ORDINARY HAZARD

2-A, 10-B, C

1500 FT2

11,250 FT2

30 FT WITH 10-B,

50 FT WITH 20-B

EXTRA HAZARD

4-A, 40-B, C

1000 FT2

11,250 FT2

30 FT WITH 40-B,

50 FT WITH 80-B,

75 FT FOR TYPE D

EXTINGUISHERS

LIGHT HAZARD

2-A, C

3000 FT2

11,250 FT2

75 FT

DRY CHEMICAL TYPE ABC FIRE EXTINGUISHERS SHALL BE PROVIDED THROUGHOUT THE BUILDING. ADDITIONALLY, TYPE D FIRE EXTINGUISHERS WILL BE PROVIDED IN THE HIGH HAZARD OCCUPANCY AREA.

FIRE EXTINGUISHERS MUST BE PROVIDED TO MEET THE CRITERIA OF NFPA 10 FOR THE RESPECTIVE OCCUPANCY HAZARDS. THE ADMINISTRATIVE WING IS CLASSIFIED AS LIGHT HAZARD AND POTENTIAL FIRES ARE EXPECTED TO BE TYPE A OR C. THE HIGH HAZARD AREA IS CLASSIFIED AS EXTRA HAZARD AND POTENTIAL FIRES ARE EXPECTED TO BE TYPE A, B, C, OR D. THE MACHINE SHOP WING IS CLASSIFIED AS ORDINARY HAZARD AND POTENTIAL FIRES ARE

EXPECTED TO BE TYPE A, B, OR C.

COMPONENT

MINIMUM RATING

MAXIMUM FLOOR AREA PER

UNIT OF A

MAXIMUM FLOOR AREA PER

EXTINGUISHER

MAXIMUM TRAVEL DISTANCE

TO EXTINGUISHER

DEFLAGRATION VENTING

UFC 3-600-01, 4-2.2, EXPLOSION VENTING IS REQUIRED ON AN EXTERIOR WALL. A DUST HAZARD ANALYSIS DETERMINED THAT THE MAXIMUM KST = 27 (BAR*M / S) AND THE MAXIMUM PMAX = 6.1 BAR-G. THE YIELD STRENGTH OF

THE STRUCTURE IS 33 KSI (2,275 BAR).

PER NFPA 68, THE REDUCED PRESSURE FROM VENTING SHALL NOT EXCEED 2/3 THE YIELD STRENGTH OF THE ENCLOSURE OR THE YIELD STRENGTH INCLUDING A DYNAMIC LOAD FACTOR (DLF). WITH A WORSE CASE DLF OF 1.5, THE MAXIMUM ALLOWABLE REDUCED PRESSURE IS 1,516 BAR. 1,516 BAR EXCEEDS THE 6.1 BAR THE HAZARDOUS

MATERIAL IS CAPABLE OF PRODUCING. THUS DEFLAGRATION VENTING IS NOT REQUIRED.

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PLANTER

S E

V E

R Y

N S

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A D

G

T

41'-6"

'-6

FIRE WATER MAIN

PIV

FIRE HYDRANT

FIRE HYDRANT

'-6

26'-0"

5'-0"

'-6

FIRE DEPARTMENT

CONNECTION

199 LINEAR FEET

335 LINEAR FEET

143 LINEAR FEET

TO THE FDC

SHEET ID

A

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F O

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N

1" = 30'-0" A1

BUILDING CODE SITE PLAN

PLAN NORTH

30 15 0 30 60

GENERAL NOTES

1. FIRE SEPARATION DISTANCES ARE SHOWN ON THE BUILDING

CODE SITE PLAN. THERE IS A MININIMUM FIRE SEPARATION

DISTANCE OF 30 FT FROM ALL NEW EXTERIOR WALLS.

EXTERIOR WALLS DO NOT REQUIRE A FIRE RESISTANCE RATING

AT THIS DISTANCE IN ACCORDANCE WITH IBC TABLE 705.5.

EXISTING EXTERIOR WALL ON THE WEST SIDE OF THE BUILDING

HAS A FIRE SEPARATION DISTANCE OF 5 FT. PER IEBC 2021,

SINCE THE WALL IS EXISTING AND THE OCCUPANCY IS NOT

CHANGING TO A HIGHER HAZARD CATEGORY, THE EXISTING

WALL FIRE RESISTANCE RATING, INCLUDING OPENINGS SHALL

BE ACCEPTED.

2. EMERGENCY VEHICLE (FIRE DEPARTMENT) ACCESS IS VIA

EXISTING ADJACENT ROADS AND EXISTING PARKING AREAS.

3. THIS FACILITY IS WITHIN A SECURED FACILITY, ANTITERRORISM

SECURE ACCESS REQUIREMENTS DO NOT APPLY.

4. ACCESS TO THE BUILDING INTERIOR IS WITHIN 50 FT FROM FIRE

DEPARTMENT ACCESS ROOM. EXTERIOR ACCESS TO THE FIRE

SPRINKLER RISER ROOM IS LOCATED ON THE SOUTH SIDE OF

THE BUILDING.

5. THE BUILDING FDC IS LOCATED ON THE SOUTHSIDE OF THE

BUILDING AND IS WITHIN 150 FT OF A FIRE HYDRANT. FINAL FDC

LOCATION TO BE APPROVED BY BASE FIRE DEPARTMENT.

6. FIRE HYDRANTS, PIV'S AND NEW AND EXISTING FIRE WATER

LINES ARE SHOWN ON THE BUILDING CODE SITE PLAN.

7. A FIRE PUMP IS NOT REQUIRED OR PROVIDED.

8. A WATER STORAGE TANK IS NOT REQUIRED OR PROVIDED.

9. THERE ARE NO HAZADOUS SPILL CONTAINMENT

REQUIREMENTS FOR THIS FACILITY.

10. THE FIRE SUPPRESSION SYSTEM BACKFLOW PREVENT IS

LOCATED IN THE MECH/EQUIP. ROOM AND IS ACCESSIBLE FROM

THE BUILDING EXTERIOR.

S S S S

S S S S S

S S

1-HR RATED FIRE BARRIER

2-HR RATED FIRE BARRIER

3-HR RATED FIRE BARRIER

SMOKE PARTITION

EXIT PATH

COMMON PATH OF TRAVEL

COMMON PATH OF TRAVEL

TOTAL TRAVEL DISTANCE

DOOR EGRESS TAGS:

NUMBER OF OCCUPANTS USING EXIT

EGRESS MAXIMUM CAPACITY

CLEAR WIDTH PROVIDED

COMPONENT MINIMUM WIDTH REQUIRED

CALCULATED OCCUPANT LOAD

USE GROUP AREA

OCCUPANCY USE GROUP

OCCUPANT LOAD FACTOR

BUILDING OCCUPANCY CLASSIFICATION

USE GROUP AND FUNCTION OF SPACE TAG:

LIFE SAFETY LEGEND

000 SF

IND.

F-1

150 GSF

130' 55'

EMERGENCY KEY BOX

32"

34"

KB

FIRE EXTINGUISHER - TYPE ABC

FIRE EXTINGUISHER - TYPE D

ILLUMINATED EXIT SIGN - SINGLE FACE

(ARROWS INDICATE EXIT DIRECTION)

ILLUMINATED EXIT SIGN - DOUBLE FACE

(ARROWS INDICATE EXIT DIRECTION)

1 4

G

F

E

D

C

B

A

D

ADMIN

CT

REVERSE

ENGINEERING

JANITOR

BREAK

WOMEN

MEN

OFFICE

OFFICE

CT CLOSET

3,518 SF

B

B

150 GSF

3,724 SF

IND.

F-1

100 GSF

32"

33"

32"

33"

32"

33"

32"

33"

16532"

33"

32"

33"

85'-6" 23'-6"

84'-0" 26'-0"

2,305 SF

IND.

H-2

100 GSF

442 SF

EQUIP.

H-2

500 GSF

53'-0" 0'-0"

B

EQUIP.

IND.

LS CONC.

206 SF

LS CONC.

B

15 GSF

1,994 SF

IND.

H-2

100 GSF

67'-0" 0'-0"

K B

45'-0" 0'-0"

71'-0" 0'-0"

44'-6" 0'-0"

48'-0" 0'-0"

73'-0" 0'-0"

61'-0" 26'-0"

91'-6" 31'-0"

10'-0"

32"

33"

3 HOUR FIRE RATED

COLUMN

32"

33"

NOT IN SCOPE

NOT IN SCOPE

NOT IN SCOPE

NOT IN SCOPE

30'-0" 0'-0"

32"

52"

SHEET ID

A

IR

F O

R C

E C

IV

IL

E N

G

IN

E E

R

IN

G C

E N

T E

R

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

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D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

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IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

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E

C

A

D A

T E

M A

R K

D E

S C

R

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T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

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E M

Y

A u to d e s k D o c s /0

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T L A

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E S

T E

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A R

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M S

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F

IN

A L

S U

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T

A L

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S

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N

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A T

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N

GENERAL NOTESOCCUPANCY USE LEGEND

BUSINESS (NFPA 101)

MECH/ELECT. EQUIPMENT (UFC 3-600-01)

GENERAL INDUSTRIAL (NFPA 101)

LESS CONCENTRATED ASSEMBLY

(NFPA 101)

1. IN HIGH HAZARD AREA TRAVEL PATHS ARE BROKEN INTO

TWO. FIRST SEGMENT IS SHOWING TRAVEL DISTANCE OUT

OF HIGH HAZARD AREA. SECOND SEGMENT IS SHOWING

REMAINING DISTANCE TO AN EXIT.

NAME AREA

BLDG.

OCCUPANCY

USE

GROUP

LOAD FACTOR

(SQFT/OCC.)

OCCUPANT

LOAD

ADD. MANF. 1994 SF H-2 IND. 100 20

BREAK 206 SF B LS

CONC.

15 14

BUSINESS 3518 SF B B 150 24

CLEAN

ROOM

2305 SF H-2 IND. 100 23

EQUIPMENT 442 SF H-2 EQUIP. 500 1

SHOP 3724 SF F-1 IND. 100 38

TOTALS: 12189 SF 120

OCCUPANT LOAD - BUILDING TOTAL

PLAN NORTH

0' 2' 4' 8' 16'1/8" = 1'-0" A1

LIFE SAFETY PLAN

OCCUPANT LOAD - PROJECT 3

NAME AREA

BLDG.

OCCUPANCY

USE

GROUP

LOAD FACTOR

(SQFT/OCC.)

OCCUPANT

LOAD

BREAK 206 SF B LS

CONC.

15 14

BUSINESS 3518 SF B B 150 24

TOTALS: 3724 SF 38

STRUCTURAL PLANS INDICATE ONLY THE APPROXIMATE LOCATION OF MECHANICAL,

ELECTRICAL AND OTHER EQUIPMENT, AS WELL AS THE RELATED AUXILIARY FRAMING

NECESSARY TO SUPPORT SUCH EQUIPMENT. THE FINAL POSITIONING OF THESE

ITEMS IS DEPENDENT UPON THE EQUIPMENT PROVIDED. THE CONTRACTOR SHALL BE

IN THIS REGARD, AND PROVIDING NECESSARY DIMENSIONS IN A TIMELY MANNER TO

ALL PARTIES INVOLVED. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS

ROOF AND FLOOR MEMBERS. BRACING MUST BE FULLY EFFECTIVE UNTIL ROOF AND

FLOOR DEAD LOADS ARE IN PLACE.

CONCRETE GRADE WALLS SHALL BE TEMPORARILY BRACED IF BACKFILL IS ONLY ON

ONE SIDE OR THEY SHALL BE BACK FILLED ON BOTH SIDES SIMULTANEOUSLY, WHERE

REQUIRED, TO PREVENT DEFLECTION, CRACKING OR FAILURE OF CONCRETE GRADE

EXPANSION ANCHORS CAN ONLY BE USED FOR FIELD REPAIRS AND REQUIRE

APPROVAL OF THE CONTRACTING OFFICER. REFER TO "POST INSTALLED CONCRETE

14.

15.

RESPONSIBLE FOR COORDINATING WORK BETWEEN SUBCONTRACTORS AND CRAFTS

REQUIRED DURING THE ERECTION OF THE STRUCTURAL FRAME.

16.

17.

ANCHORS" SECTION OF GENERAL NOTES FOR ADDITIONAL INFORMATION.

CONSTRUCTION METHODS AND PROJECT SAFETY: THE CONTRACT DRAWINGS AND

SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE

METHODS, PROCEDURES OR SEQUENCE OF CONSTRUCTION. THE CONTRACTOR

SHALL TAKE NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY OF

CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING,

AND BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL APPLICABLE LOCAL, STATE

ANY DEVIATION FROM THE APPROVED SET OF STRUCTURAL DRAWINGS SHALL ONLY

BE MADE AFTER WRITTEN APPROVAL BY THE CONTRACTING OFFICER.

12.

13.

THE STRUCTURE DURING CONSTRUCTION. THE CONTRACTOR SHALL DESIGN,

AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS; OSHA

WALLS.

VERIFICATION: VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE

STARTING WORK. NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF ANY

CONFLICTS: NOTES AND DETAILS ON THE DRAWINGS TAKE PRECEDENCE OVER THE

CODES: ALL MATERIALS AND WORK SHALL CONFORM TO THE REQUIREMENTS OF THE

LATEST CODES, UFCS AND ASCE 7.

SUBSTITUTIONS: PROVIDE MANUFACTURER'S ICC REPORTS AND A LIST OF ALL

PROPOSED SUBSTITUTIONS TO THE CONTRACTING OFFICER FOR REVIEW BEFORE

SIMILAR WORK: WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY

PART OF THE WORK, SUCH DETAILS SHALL BE THE SAME AS FOR SIMILAR WORK

PIPES, DUCTS, SLEEVES, CHASES, ETC.: SHALL NOT BE PLACED IN SLABS, BEAMS, OR

WALLS UNLESS SPECIFICALLY SHOWN OR NOTED NOR SHALL ANY STRUCTURAL

MEMBER BE CUT FOR PIPES, DUCTS ETC., UNLESS SPECIFICALLY SHOWN. OBTAIN

PRIOR WRITTEN APPROVAL FROM THE CONTRACTING OFFICER FOR INSTALLATION OF

EXCAVATIONS: LOCATE AND PROTECT UNDERGROUND OR CONCEALED CONDUIT,

PLUMBING OR OTHER UTILITIES WHERE NEW WORK IS BEING PERFORMED.

CONSTRUCTION LOADS: MATERIALS SHALL BE EVENLY DISTRIBUTED IF PLACED ON

FRAMED FLOORS OR ROOFS. LOADS SHALL NOT EXCEED THE ALLOWABLE LOADING

FOR THE SUPPORTING MEMBERS AND THEIR CONNECTIONS.

THE STRUCTURAL DRAWINGS ILLUSTRATE THE NEW STRUCTURAL MEMBERS, REFER

TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR NON-STRUCTURAL

ITEMS WHICH REQUIRE SPECIAL PROVISIONS DURING THE CONSTRUCTION OF

REFER TO ARCHITECTURAL PLANS FOR FLOOR DEPRESSIONS, SLOPES, DRAINS,

CURBS, PADS, EMBEDDED ITEMS, NON-BEARING PARTITIONS, ETC.

REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SLEEVE AND HANGERS FOR

PIPES, DUCTS AND EQUIPMENT.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

SHOWN ON DRAWINGS.

STRUCTURAL MEMBERS.

DISCREPANCIES.

GENERAL NOTES AND TYPICAL DETAILS IN CASE OF CONFLICT.

ANY ADDITIONAL PIPES, DUCTS, ETC.

FABRICATION.

REQUIREMENTS; AND EM385-1-1.

GRAVITY LOADS IN ACCORDANCE WITH UFC 3-301-01, STRUCTURAL LOAD DATA.

1 OCTOBER 2019, UFC 4-010-01, DoD MINIMUM ANTITERRORISM STANDARDS FOR

LOCATION

OTHER LIVE LOADS NOT SHOWN SHALL BE IN ACCORDANCE WITH ASCE 7-16, MINIMUM

DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. MINIMUM DESIGN ROOF

DEAD LOAD EQUALS 25 PSF. SNOW LOADS IN ACCORDANCE WITH UFC 3-310-01,

LATERAL LOADS:

WIND LOADS:

IN ACCORDANCE WITH UFC 3-310-01, STRUCTURAL LOAD DATA AND ASCE 7-16,

MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.

BASIC WIND SPEED

WIND IMPORTANCE FACTOR

WIND EXPOSURE CATEGORY

SEISMIC CRITERIA FOR EXISTING STRUCTURE:

DETERMINED IN ACCORDANCE WITH UFC 1-200-01 AND IBC 2021, BY INCORPORATING

THE FOLLOWING PARAMETERS:

OCCUPANCY CATEGORY

SITE CLASSIFICATION

SHORT PERIOD SPECTRAL ACCELERATION

ONE SECOND SPECTRAL ACCELERATION

SEISMIC DESIGN CATEGORY

SEISMIC IMPORTANCE FACTOR

BUILDING, 12 DECEMBER 2018 WITH CHANGE 1, 19 AUGUST 2020, ASCE 7-16,

UNIFORM CONCENTRATED

LIVE LOAD LIVE LOAD

ROOF 20 PSF (MIN.) OR CONTROLLING SNOW LOAD

NEW FLOORS 250 PSF 2000 LB

PARTITION LOADS 20 PSF

MECH/ELEC ROOM 150 PSF 2000 LB

MULTIPURPOSE ROOMS 50 PSF 2000 LB

PUBLIC AREAS AND CORRIDORS 100 PSF 2000 LB

RESTROOMS 75 PSF 2000 LB

LIGHT STORAGE 125 PSF

ALL OTHER AREAS 80 PSF 2000 LB

MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, IEBC 2021,

DEAD LOAD

FLAT ROOF (B331/B332 NEW ROOFS)

NEW PITCHED ROOF

24 PSF

20 PSF

OTHER STRUCTURES.

GROUND SNOW LOAD

ROOF SLOPE FACTOR

SNOW THERMAL FACTOR

SNOW IMPORTANCE FACTOR

ROOF EXPOSURE FACTOR

FLAT ROOF SNOW LOAD

SLOPED ROOF SNOW LOAD

Pg

Cs

Ct

I

Ce

Pf

Ps

20 PSF

1.0

1.0

1.0

.9

13 PSF

13 PSF

p = 0.00256*Kz*Kzt*Kd*V^2*I

119 MPH

1.0 (CATEGORY II)

V

I

C

II

D (ASSUMED)

Ss

S1

B

1.0

0.194g

0.048g

AND IBC 2021:

STRUCTURAL LOAD DATA AND ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND

ROOF SNOW LOAD W/ RAIN ON SNOW SURCHARGE Ps = 18 PSF

*SNOW DRIFT LOADS WILL ALSO APPLY

ABV

ADDL

HT

HSH

HSB

HORIZ

HGR

HDR

HD

(H)

GR

GLB

GALV

GA

FTG

FS

FRMG

FOS

FOM

FOC

FN

FLR

FLG

FJ

FF

FDN

EW

ES

EQ

EN

EMBED

ELEV

ELEC

EL

EF

EA

(E)

DWL

DWG

DP

DO

DN

DIM

DIA

DF

DBL

CTRD

CSK

CP

CONT

CONST

CONN

CONC

COL

CLR

CL

CJ

CJ

CIP

CB

C

BTWN

BRG

BP

BOS

BOF

BN

BM

BLW

BLKG

BLK

(B)

AWS

ASSOCIATION

AWPA

TESTING AND MATERIALS

ASTM

ASD

ARCH

ASSOCIATION

APA

ALT

STEEL CONSTRUCTION

AISC

ADJ

WWF

WT

WPJ

WP

WD

W/O

W/

WL

VSH

VERT

(V)

UON

UNO

UBC

TYP

TS

TOW

TOT

TOS

TOP

TOC

TO

TN

THRD

THK

TG

T AND B

(T)

STRUC

STL

STIFF

STGR

STD

SQ

SPEC

SOG

SIM

SHTHG

SEP

SECT

SCHED

SC

RF

REF

REQD

REINF

R

P.T.

PP

PLYWD

PLCS

PL

PC

ORIG

OPP

OPNG

OH

OF

OC

NTS

NS

NO

NIC

MTL

MISC

MIN

MFR

MECH

MB

MAX

MATL

LT WT

LOC

LDGR

KP

JT

JST

IF

AB ANCHOR BOLT ICC INTERNATIONAL CODE

COUNCILABOVE

ADDITIONAL

INSIDE FACEADJACENT

JOISTAMERICAN INSTITUTE OF

JOINT

KING POSTALTERNATE

LEDGER

AMERICAN PLYWOOD

LOCATION

LIGHTWEIGHT

ARCHITECTURAL/ARCHITECT

MATERIAL

MAXIMUM

ALLOWABLE STRESS DESIGN

AMERICAN SOCIETY FOR

MACHINE BOLT

MECHANICAL

AMERICAN WOOD PRESERVERS

MANUFACTURER

MINIMUM

MISCELLANEOUS

AMERICAN WELDING SOCIETY

BOTTOM

METAL

BLOCK

NOT IN CONTRACT

BLOCKING

NUMBER

BELOW

NEAR SIDE

BEAM

NOT TO SCALE

BOUNDARY NAIL

ON CENTER

BOTTOM OF FOOTING

OUTSIDE FACE

BOTTOM OF STEEL

OPPOSITE HAND

BASE PLATE

OPENING

BEARING

OPPOSITE

BETWEEN

ORIGINAL

CAMBER

PRECAST

CARRIAGE BOLTS

PLATECAST-IN-PLACE

PLACESCONSTRUCTION JOINT

PLYWOODCEILING JOIST

PARTIAL PENETRATIONCENTER LINE

POST-TENSIONCLEAR

RADIUSCOLUMN

REINFORCEMENTCONCRETE

REQUIREDCONNECTION

REFERENCECONSTRUCTION

ROOFCONTINUOUS

SHEAR CONNECTORCOMPLETE PENETRATION

SCHEDULECOUNTER SINK

SECTION

CENTERED

SEPARATION

DOUBLE

SHEATHING

DOUGLAS FIR/LARCH

SIMILAR

DIAMETER

SLAB ON GRADE

DEEP

SPECIFICATION

DIMENSION

SQUARE

DOWN

STANDARD

DITTO (REPEAT)

STAGGER

DRAWING

STIFFENERS

DOWEL

STEEL

EXISTING

STRUCTURAL

EACH

TOP

EACH FACE

TOP AND BOTTOMELEVATION

TAPERED GIRDERELECTRICAL

THICKNESS/THICKELEVATOR

THREADEDEMBEDMENT

TOENAILEDGE NAIL

TOP OFEQUAL OR EQUIVALENT

TOP OF CONCRETEEACH SIDE

TOP OF PARAPETEACH WAY

TOP OF STEELFOUNDATION

TOTALFINISHED FLOOR

TOP OF WALLFLOOR JOIST

TUBE STRUCTURALFLANGE

TYPICALFLOOR

UNIFORM BUILDING CODEFIELD NAIL

UNLESS NOTED OTHERWISEFACE OF CONCRETE

UNLESS OTHERWISE NOTEDFACE OF MASONRY

VERTICALFACE OF STUD

VERTICALFRAMING

VERTICAL SLOTTED HOLESFAR SIDE

WIND LOADFOOTING

WITH

GAUGE WITHOUT

GALVANIZED WOOD

GLUED LAMINATED BEAM WATER PROOF/WORK POINT

GRADE

WEAKENED PLANE JOINT

HORIZONTAL

WEIGHT

HOLDOWN

WELDED WIRE FABRIC

HEADER

HEIGHT

HORIZONTALLY SLOTTED HOLES

HIGH STRENGTH BOLT

HORIZONTAL

HANGER

CGS CENTER OF GRAVITY OF STEEL

GSN GENERAL STRUCTURAL NOTES

5/- INDICATES A SECTION OR DETAIL

THAT APPEARS ON THE SAME SHEET

AS THE REFERING INFORMATION.

EF EDGE FASTENER

FY YIELD STRENGTH

SCJ SHRINKAGE CONTROL JOINT

I.E. INSIDE FACE

L.G. LIGHT GAUGE

SHEET ID

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IN

GENERAL REQUIREMENTS DESIGN ANALYSIS ABBREVIATIONS

BLOCK LAYUP: RUNNING BOND, CONCAVE COMPRESSED JOINTS, USE OPEN END UNITS

REINFORCEMENT:

2.

3.

REINFORCED HOLLOW UNIT MASONRY (SPECIAL INSPECTION REQUIRED).

MATERIALS:1. (F'm = 1500 PSI)

CONCRETE BLOCK ASTM C 90 TYPE 1, LOAD BEARING 1900

PSI BLOCK WITH BOND BEAM UNITS AT

HORIZONTAL REINFORCING, DRY UNITS, YARD

CURE 28 DAYS.

MORTAR ASTM C270, ASTM C 780, TYPE S

(DO NOT USE MASONRY CEMENT).

GROUT ASTM C 476, ASTM C 1019, USE 2000 PSI

MIN AT 28 DAYS OR EQUIVALENT TO BLOCK

STRENGTH WHICHEVER IS GREATER WITH SIKA

GROUTED OR EQUAL, 8-10 INCH SLUMP

REINFORCEMENT ASTM A-615, GRADE 60 TYPICAL

ANCHOR BOLTS ASTM A-307, HEADED MACHINE BOLTS

EXPANSION ANCHORS ICC ES APPROVED FOR GROUT FILLED CONCRETE

MASONRY.

AT STACKED BOND PATTERN.

A) VERTICAL: ONE PIECE, NO SPLICES, CENTERED IN THE WALL UNLESS

SPECIFICALLY DETAILED OTHERWISE. VERTICAL SUPPORT SPACERS AT 200

REINFORCEMENT DIAMETERS MAXIMUM. DOWEL REINFORCEMENT TO SUPPORT

MEMBERS WITH SAME SIZE AND SPACING OF REINFORCEMENT AS SHOWN ON THE

DRAWINGS. THECONTRACTOR HAS THE OPTION TO USE ADDITIONAL LAP SPLICES

FOR THE PLACEMENT OF THE VERTICAL REINFORCING. IT IS THE CONTRACTORS

RESPONSIBILITY TO PROVIDE SHOP DRAWINGS FOR REVIEW SHOWING LOCATION

OF ALL REINFORCING STEEL, LAP SPLICE LENGTHS AND LOCATIONS. THE SPECIAL

B) SPLICE (LAPS): SEE TABLE BELOW OR 24 INCHES, WHICHEVER IS GREATER. EPOXY

COATED BARS SHALL HAVE THEIR LAP LENGTHS 50% GREATER THAN THOSE

INSPECTOR SHALL PERFORM CONTINUOUS AND PERIODIC SPECIAL INSPECTIONS

SPECIFIED ABOVE.

PER THE CODE.

NOTES:

1. TYPICAL UNLESS OTHERWISE NOTED.

2. FOR F'm=2000psi, REDUCE LAP LENGTHS BY 15 PERCENT.

MIN. LENGTH MUST BE > 24".

REINFORCING LAP SPLICE LENGTH

MASONRY F'm = 1500 psi

BAR

SIZE

BAR

DIA. (in)

1 BAR CELL

8" CMU

#3

#4

#5

#6

#7

#8

3/8

1/2

5/8

3/4

7/8

24"

25"

31"

57"

79"

112"

12" CMU

24"

25"

31"

52"

61"

75"

2 BAR CELL

8" CMU

24"

31"

48"

98"

133"

186"

12" CMU

24"

31"

48"

98"

133"

186"

GROUTING:4.

A) ALL CELLS W/ REINFORCING SHALL BE FILLED W/ GROUT OR AS INDICATED ON THE

CONSOLIDATED: AT TIME OF PLACEMENT BY MECHANICAL VIBRATION AND THENB)

RECONSOLIDATED BEFORE PLASTICITY IS LOST.

POURS OVER 5 FEET: PROVIDE CLEANOUTS IN BOTTOM COURSE AT VERTICALC)

REINFORCEMENT. SPECIAL INSPECTION REQUIRED.

HORIZONTAL CONSTRUCTION JOINTS: FORMED BY STOPPING THE GROUT POURD)

NOT LESS THAN 1/2 INCH BELOW THE TOP OF THE UPPERMOST UNITS GROUTED.

HORIZONTAL REINFORCING SHALL BE FULLY EMBEDDED IN GROUT.

GROUT SHALL BE PLACED IN CONTINUOUS POUR IN GROUT LIFTS NOT EXCEEDINGE)

PROVED A MINIMUM OF 1/2 INCH CLEAR BETWEEN MAIN REINFORCING AND MASONRY5.

DETERMINE COMPLIANCE WITH COMPRESSIVE STRENGTH USING EITHER THE UNIT 6.

STRENGTH METHOD PER CODE SECTION 2105.3.4 OR PRISM TESTING PER CODE

REINFORCING CONGESTION: KNOCK OUT BLOCKS TO BE USED TO FACILITATE7.

DRAWINGS

SECTION 2105.3.2 OR 2105.3.3.

CONSTRUCTION.

5 FEET.

UNITS.

TOGETHER ON BOTH FLANGES WITH 1/16" GROOVE WELDS x 1" LONG AT 12" ON

CENTER. WELDING PER AWS D1.3 TYPE E-6012, E-6013 OR E-7014 ROD, SMAW PROCESS.

THROUGH METAL FRAMING.

ASSOCIATION" SPECIFICATIONS, ICC-ES ER-4943P.

ALL EXTERIOR LIGHT GAGE METAL FRAMING SHALL BE AS NOTED BELOW.

ALL LIGHT GAGE METAL FRAMING CONSTRUCTION SHALL BE IN ACCORDANCE WITH AISI

DOUBLE VERTICAL STUDS OR HORIZONTAL JOISTS SHALL BE STITCH WELDED

ALL SHEET METAL SCREWS SHALL PROTRUDE THE LARGER OF 1/4" OR 3 THREADS

ALL METAL STUDS SHALL HAVE STIFFENED FLANGES.

MINIMUM STUD AND JOIST PROPERTIES SHALL BE PER "METAL STUD MANUFACTURER'S

EXTERIOR STUDS SHALL BE 18 GA MINIMUM AND DESIGNED BY A LICENSED ENGINEER.

1.

2.

4.

5.

6.

7.

8.

"SPECIFICATIONS FOR DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" AND

ALL LIGHT GAGE METAL FRAMING SHALL BE MILL-CERTIFIED TO CONFORM WITH THE3.

12, 14 OR 16 GAUGE: GALVANIZED

18 GAUGE: GALVANIZED

TRACK, END ENCLOSURES, BRIDGING

AND ACCESSORIES: GALVANIZED

ASTM A653 SQ GRADE 50

ASTM A653 SQ GRADE 33, MIN.

ASTM A653 SQ GRADE 33, MIN.

UFC 3-301-01.

FOLLOWING:

CHAIRS, SPACERS AND SAND PLATES: AS REQUIRED TO MAINTAIN CONCRETEC)

315 AND ACI 318. SHOP DRAWINGS REVIEWED BY THE CONTRACTING

OFFICER BEFORE FABRICATION.

MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT:

MIN. COVER,

INCHES

CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH

CONCRETE EXPOSED TO EARTH OR WEATHER:

NO. 6 THROUGH NO. 18 BAR

NO. 5 BAR, W31 OR D31 WIRE AND SMALLER

CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH

GROUND:

SLABS, WALLS, JOISTS:

NO. 14 AND NO. 18 BAR

NO. 11 BAR AND SMALLER

BEAMS, COLUMNS:

PRIMARY REINFORCEMENT TIES:

REINFORCEMENT:

CAST-IN-PLACE CONCRETE (NON-PRESTRESSED). THE FOLLOWING

STIRRUPS, SPIRALS

6.

A) SHOP DRAWINGS, FABRICATION AND PLACING: SHALL CONFORM TO ACI

B)

1 1/2

1 1/2

3/4

1 1/2

ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, MAY BE

INCORPORATED IN THE CONCRETE DESIGN MIXES. A HIGH-RANGE WATER-REDUCING

(HRWR) ADMIXTURE CONFORMING ASTM C494, TYPE F OR G, MAY BE USED IN CONCRETE

MIXES PROVIDING THAT SLUMP DOES NOT EXCEED 9". AN AIR-ENTRAINING AGENT

CONFORMING TO ASTM C260 SHALL BE USED IN CONCRETE MIXES FOR THE EXTERIOR

A WATER-REDUCING ADMIXTURE CONFORMING TO ASTM C494, USED IN STRICT

SURFACES EXPOSED TO COLD WEATHER. THE AMOUNT OF ENTRAINED AIR SHALL BE

5.

6% ± 1% BY VOLUME.

COVER.

CEMENT

AGGREGATE

REINFORCEMENT

THE CONCRETE STRENGTHS SHOWN IN THE FOLLOWING TABLE ARE THE MINIMUM

COMPRESSIVE STRENGTHS AT 28 DAYS AND THE WATER/CEMENT RATIO IS THE

MAXIMUM. THE SPECIFIED SLUMP IS THE MAXIMUM PRIOR TO THE ADDITION OF

ADMIXTURES. CONCRETE SHALL BE STANDARD WEIGHT CONCRETE (145 PCF).

ITEM OF

CONSTRUCTION

MINIMUM OF SEVENTY PERCENT OF THE SPECIFIED 28-DAY STRENGTH FOR ANY

CONCRETE CONSTRUCTION REQUIRING SHORING, BRACING OR TO RECEIVE

MATERIALS:

CONCRETE STRENGTHS:

CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR DESIGN STRENGTHS EXCEEDING.

CONCRETE SHALL BE PROPORTIONED SUCH THAT 7-DAY STRENGTHS ARE A

1.

2.

3.

4.

ASTM C - 150

ASTM C - 33

ASTM A - 615

STRENGTH AGG SLUMP WATER/CEMENT

(PSI) (IN) (IN) (LB/LB)

2,500 PSI.

CONSTRUCTION LOADS.

TYPE I I

CRUSHED ROCK

GRADE 60 TYPICAL

STRUCTURAL SLABS (INTERIOR) 4,500 1 6 0.45

(NOT AIR ENTRAINED)

CORNER OF RECTANGULAR HOLES IN SLABS. PLACE BARS DIAGONALLY.

SLAB CORNERS: PROVIDE (2)-#4 X 4'-0" AT RE-ENTRANT CORNERS AND EACHH)

THE SAME SIZE AND SPACING OF REINFORCEMENT AS SHOWN ON THE DRAWINGS

AND IN THE GENERAL NOTES.

COLUMN BEAM SHALL EXTEND TO WITHIN 2" OF THE FACE AND HAVE A 90 DEGREE

HOOK UNLESS OTHERWISE SHOWN.

REINFORCING BARS BUNDLED IN CONTACT TO ACT AS A UNIT IN A LAYER SHALL

NOT BE LESS THAN 1-1/2 TIMES THE NOMINAL DIAMETER OF THE REINFORCEMENT

OR 1-1/3 TIMES MAXIMUM SIZE AGGREGATE, NOR LESS THAN 1-1/2". NORMAL

DIAMETER FOR A UNIT OF BUNDLED BARS SHALL BE THE EQUIVALENT DIAMETER

OF THE COMBINED AREAS OF THE BARS BUNDLED.

VERTICAL REINFORCEMENT: SHALL BE DOWELED TO SUPPORTING MEMBERS WITH

HORIZONTAL REINFORCEMENT: ALL BARS ENDING AT THE FACE OF A WALL,

SPACING: CLEAR DISTANCE BETWEEN PARALLEL REINFORCEMENT OR PARALLEL

TACK WELDING, WELDING, HEATING OR CUTTING OF BARS: NOT PERMITTED U.N.O.

D)

E)

F)

G)

87 EQUIVALENT BAR DIAMETERS FOR BOTTOM BUNDLES AND 113 EQUIVALENT

BAR DIAMETERS FOR TOP BUNDLES, WHERE THE EQUIVALENT DIAMETER IS

BASED UPON THE COMBINED AREAS OF THE BARS BUNDLED. LAP LENGTHS

FOR BARS IN BUNDLES OF 4 OR MORE BARS SHALL BE INCREASED AN

ADDITIONAL 11 PERCENT.

WITH E90XX ELECTRODES.

PRIOR TO FOUNDATION INSPECTION BY THE SPECIAL INSPECTOR AND OBSERVATION

BY THE CONTRACTING OFFICER.

FOOTING OR COLUMNS UNLESS SPECIFICALLY DETAILED.

ADMIXTURES: REVIEWED BY CONTRACTING OFFICER, NO CALCIUM CHLORIDE.

THOROUGHLY CLEAN ALL CONCRETE SURFACES TO RECEIVE NEW CONCRETE.

LOCATION OF JOINTS SHALL BE REVIEWED BY THE CONTRACTING OFFICER. WAIT 48

ACTUAL DIMENSIONS: SLAB, WALL, BEAM AND COLUMN DIMENSIONS SHOWN ARE

ACTUAL DIMENSIONS NOT NOMINAL DIMENSIONS (i.e. A 4 INCH SLAB IS 4 INCHES

THICK, NOT 3-1/2 INCHES.)

INDIVIDUAL SPLICES OF BARS IN A BUNDLE SHALL BE STAGGERED AT LEAST

ALL LAP SPLICES ARE CLASS B UNLESS OTHERWISE NOTED ON PLANS.

WELDED REINFORCEMENT: ASTM A-706, CERTIFIED WELDERS. WELD PER AWS D1.4

PIPES, SLEEVES AND DUCTS: SHALL NOT BE PLACED IN WALLS, BEAMS, SLABS,

CHAMFER: 3/4 INCH ON EXPOSED CORNERS.

CONSTRUCTION JOINTS: HEAVY SANDBLAST (1/4 INCH AMPLITUDE MINIMUM) AND

iv) v)

J)

ANCHOR BOLTS, DOWELS AND HOLD-DOWN ANCHORS: SECURELY HELD IN PLACE7.

8.

9.

10.

11.

13.

PLANE JOINTS NOT SPECIFICALLY INDICATED ON THE DRAWINGS SHALL BE REVIEWED

BY THE CONTRACTING OFFICER PRIOR TO THE PLACING OF REINFORCEMENT.

SLAB-ON-GRADE JOINTS: LOCATION OF ALL CONSTRUCTION, CONTROL AND WEAKENED12.

HOURS BETWEEN POURS.

SPLICES IN OTHER BOTTOM REINFORCEMENT; STAGGER SPLICES FOR TOP

REINFORCEMENT SIMILARLY.

SPLICES (LAPS) U.N.O.

IN NO CASE SHALL LAPS BE LESS THAN 24 INCHES LONG.

STAGGER CONTINUOUS FOOTING BOTTOM SPLICES AT LEAST 6'-0" FROM

I)

i) SEE TABLE A, CONCRETE LAP SPLICE PER SCHEDULE ON S-601, FOR TENSION ii) iii)

LAP SPLICE LENGTHS.

ELECTRICAL CONDUIT IS NOT ALLOWED TO BE PLACED IN THE CONCRETE SLAB.15.

CONCRETE CURING: SEE SPECIFICATIONS.14.

SHEET ID

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IN

MASONRY EXTERIOR BEARING AND NON-BEARING METAL STUDS

REINFORCED CONCRETE

REINFORCED CONCRETE (CONTINUED)

1 3 4

B

A

C

D

E

F

G

16' - 0" 14' - 5" 11' - 7"

5 5

40' - 0"

(FIELD VERIFY)

SHEET ID

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3 5 7 9 11 13 15 17 19

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1/8" = 1'-0"A1

FOUNDATION PLAN

0 4' 8' 16'

PLAN NORTH

GENERAL SHEET NOTES

1. EXISTING BUILDING 331 (NOT IN SCOPE)

2. NEW ADDITION BUILDING (NOT IN SCOPE)

3. EXISTING BUILDING 332

4. (NOT USED)

5. TUCKPOINT EXISTING CRACKS IN CMU AT WINDOW

OPENINGS.

6. DEMOLISH EXISTING 5" THICK REINFORCED CONCRETE SLAB

(EITHER SELECTIVE TRENCHING OF A FULL FLOOR SLAB

DEMOLITION) IN NEW RESTROOM. REPLACE SLAB IN KIND

AFTER NEW PLUMBING IS INSTALLED. SEE P-401C FOR MORE

INFORMATION. SEE DETAIL M1 / S-501C FOR SLAB REPAIR

DETAIL.

7. PIPE BOLLARD EMBEDDED THROUGH EXISTING 5" SLAB, OR

NEW OR EXISTING 4" STOOP (SEE K6 ON S-501C).

1. TOP OF (EXISTING) FINISHED FLOOR 0'-0" U.N.O.

2. FIELD VERIFY EXISTING CONDITIONS.

SHEET KEYNOTES

EXISTING SLAB

ON GRADE

6" 1' - 7"

#4 DOWELS AT 16" O.C. AT

MID-DEPTH AT 19"

EMBEDMENT IN NEW SLAB

#4 BAR AT 16" O.C. DRILLED

AND DOWELED 6" INTO

EXISTING SLAB AT EDGE

WITH HILTI RE-500 EPOXY

#4 BAR AT 16" O.C. E.W. AT

MID-DEPTH OF NEW

CONCRETE SLAB ON GRADE

NEW SLAB TO

REPLACE DEMOLISHED

SLAB AREAS

EXISTING SLAB AFTER

SELECTIVE DEMOLITION

18" DIA. CONCRETE

FOOTING

6" DIA. STD. PIPE BOLLARD

CONCRETE-FILLED, PAINTED

YELLOW

EXISTING SLAB-ON-

GRADE OR APRON

EXISTING SLAB-ON-

GRADE OR APRON

SLOPE CONCRETE

ABOVE GRADE

ISOLATION JOINT (TYP.)

(T Y

P

ROUND CONCRETE TOP

SAW CUT EXISTING SLAB ON

GRADE OR BUILDING APRON TO

ALLOW FOR NEW BOLLARD AND

SUBGRADE CONCRETE

SHEET ID

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T Y

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-0

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IN

1" = 1'-0"M1

DETAIL AT SLAB REPAIR

0 0.5' 1' 2'

3/4" = 1'-0"K6

BOLLARD ELEVATION AT SLAB-ON-GRADE

0 0.5' 1' 2' 3'

DRAWING ABBREVIATIONS

A --------------------

ACM ASBESTOS CONTAINING MATERIAL

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACC ACCESSIBLE

ACCS ACCESSORIES

ACT ACOUSTICAL CEILING TILE

ADJ ADJUSTABLE

ALUM ALUMINUM

ANDZ ANODIZED

A/C AIR CONDITIONING

& AND

APPD APPROVED

APPROX APPROXIMATE(LY)

A/E ARCHITECT/ENGINEER

ARCH. ARCHITECTURAL

ABA ARCHITECTURAL BARRIERS ACT

ASSY ASSEMBLY

@ AT

A/V AUDIO/VISUAL

AVG AVERAGE

B --------------------

BRG BEARING

B.M. BENCH MARK

BTM BOTTOM

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BD BOARD

BDRY BOUNDRY

BR BRICK

B.U. BUILT UP

C --------------------

CPT CARPET

CI CONTINUOUS INSULATION

CTR CENTER

CL CENTERLINE

CLG CEILING

CMU CONCRETE MASONRY UNIT

CFCI CONTRACTOR FURNISHED/

CONTRACTOR INSTALLED

CJ CONTROL JOINT

COL COLUMN

COMM COMMUNICATION(S)

CONC CONCRETE

CONF CONFERENCE

CONT CONTINUOUS

COORD COORDINATE

COR CONTRACTING OFFICERS

REPRESENTATIVE

CORR CORRIDOR

CO CLEAN OUT

CLR CLEAR

CONTR CONTRACTOR

D --------------------

DEMO DEMOLITION

DEPT DEPARTMENT

D DEPTH

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DIR DIRECTION

DIST DISTANCE

D.F. DRINKING FOUNTAIN

DBL DOUBLE

DN DOWN

DOC DOCUMENT

DS DOWNSPOUT

DR DOOR

D.O. DOOR OPENING

DWG DRAWING

E --------------------

EA EACH

E EAST

ELEC ELECTRICAL

EWC ELECTRIC WATER COOLER

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EQ EQUAL

EXIST EXISTING

EJ EXPANSION JOINT

EXT EXTERIOR

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EXP EXPOSED

EXP.STR. EXPOSED STRUCTURE

ENG ENGINEER

F --------------------

FSTNR FASTENER

FGRG FIBERGLASS REINFORCED

GYPSUM

FIN FINISH

FF FINISHED FACE

FIN FLR FINISHED FLOOR

FIN GRD FINISHED GRADE

FA FIRE ALARM

FH FIRE HYDRANT

FE FIRE EXTINGUSHER

FEC FIRE EXTINGUSHER CABINET

FHC FIRE HOSE CABINET

FIXT FIXTURE

FLR FLOOR

FD FLOOR DRAIN

FLUOR FLUORESCENT

FTG FOOTING

FDN FOUNDATION

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FT FOOT (FEET)

G --------------------

G.I. GALVANIZED IRON

GL GRID LINE

GA GAUGE

GALV GALVANIZED

GLAZ GLAZING

GFCI GOVERNMENT FURNISHED/

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED/

GOVERNMENT INSTALLED

GOVT GOVERNMENT

GYP GYPSUM

GYP BD GYPSUM BOARD

H --------------------

HC HANDICAPPED

HDWR HARDWARE

HDWD HARDWOOD

HD HEAD

HVAC HEATING VENTILATION & AIR

CONDITIONING

HT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HB HOSE BIB

I ---------------------

IAW IN ACCORDANCE WITH

IBC INTERNATIONAL BUILDING CODE

IN INCH(ES)

ID INSIDE DIAMETER

IM INSULATED METAL

INSUL INSULATION

INT INTERIOR

J ---------------------

JST BRG JOIST BEARING

JT JOINT

JAN JANITOR

K --------------------

KO CONTRACTING OFFICER

KPD KEYPAD

KPL KICKPLATE

KIT KITCHEN

L --------------------

LAM LAMINATE

LDG LANDING

LAV LAVATORY

LH LEFT HAND

LHR LEFT HAND REVERSE

LT LIGHT

LTG LIGHTING

LIN LINEAR

LF LINEAR FEET (FOOT)

LOC LOCATION

LONG. LONGITUDE

LG LONG

LVR LOUVER

LP LOW POINT

LMBR LUMBER

M -------------------

MFR MANUFACTURER

M.O. MASONRY OPENING

MATL MATERIAL

MAX MAXIMUM

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MEMB MEMBRANE

MTL METAL

MWP METAL WALL PANEL

MIN MINIMUM

MISC MISCELLANEOUS

MOD MODIFY

MB MOISTURE BARRIER

N --------------------

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NOM NOMINAL

N NORTH

NA NOT APPLICABLE

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

NO. NUMBER

O --------------------

OFC OFFICE

OC ON CENTER

OPNG OPENING

OPP OPPOSITE

OH OPPOSITE HAND

ORIG ORIGINAL

OA OVERALL

OD OVERFLOW DRAIN

OS OVERFLOW SCUPPER

P --------------------

PTD PAINTED

PR PAIR

PNL PANEL

PAR PARAPET

PTN PARTITION

PAT PATTERN

PERF PERFORATED

PERIM PERIMETER

PLAS PLASTER

PLAM PLASTIC LAMINATE

PL PLATE

PLBG PLUMBING

PLYWD PLYWOOD

PWR POWER

PA PUBLIC ADDRESS

Q --------------------

QTY QUANTITY

R --------------------

R RADIUS OR RISER

RLG RAILING

RECEP RECEPTIONIST

REC RECESSED

REF/RE: REFER OR REFERENCE

RCP REFLECTED CEILING PLAN

REINF REINFORCING

REP REPAIR

REPL REPLACE

REQ REQUIRED

RES RESILIENT

RB RESILIENT BASE

RF RESILIENT FLOORING

REST RESTROOM

RVL REVEAL

REV REVISIONS/REVISED

RH RIGHT HAND

RHR RIGHT HAND REVERSED

RD ROOF DRAIN

RFG ROOFING

RM ROOM

RO ROUGH OPENING

S ---------------------

SCHED SCHEDULE

SHT SHEET

SHT MTL SHEET METAL

SIM SIMILAR

SGL SINGLE

SCW SOLID CORE WOOD

S.C. SOLID CORE

SJ SCORED JOINT

S.O.W. SCOPE OF WORK

S SOUTH

SPEC SPECIFICATION(S)

SQ SQUARE

SF SQUARE FOOT (FEET)

SQ IN SQUARE INCH(ES)

SST STAINLESS STEEL

ST STAIR(S)

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STOR STORAGE

STRUCT STRUCTURAL

T ---------------------

TEL TELEPHONE

TV TELEVISION

TEMP TEMPORARY

THK THICKNESS

T.O. TOP OF

T.O.C. TOP OF CURB

T.O.F. TOP OF FOOTING

T.O.M. TOP OF MASONRY

T.O.P. TOP OF PARAPET

T.O.S. TOP OF STEEL

NOTE: THE ABOVE ABBREVIATIONS ARE

STANDARD AND ARE NOT INTENDED AS A

LISTING OF ALL ABBREVIATIONS ON THE JOB.

SYMBOLS LEGEND

A10 VIEW OR DETAIL TITLE

SCALE

DETAIL IDENTIFICATION NUMBER (LOCATION ON

SHEET GRID)

PLAN NORTH

APPROPRIATE BAR SCALE WHERE APPLICABLE

A10

AE201

AI201A4 A8

A6

A10

A10

AE301

A10

AE301

EXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION

DETAIL CALLOUT

NORTH ARROW W/ TRUE NORTH INDICATOR

ELEVATION IDENTIFICATION NUMBER

SHEET WHERE ELEVATION IS LOCATED

SECTION IDENTIFICATION NUMBER

SHEET WHERE SECTION IS LOCATED

ELEVATION IDENTIFICATION NUMBER

SHEET WHERE ELEVATION IS LOCATED

DETAIL IDENTIFICATION NUMBER

SHEET WHERE DETAIL IS LOCATED

AREA COVERED

BY DETAIL

1 SHEET KEYNOTE

A WINDOW TAG

A1 PARTITION TYPE TAG

ROOM NAME

ROOM TAG101

101A DOOR TAG

LEVEL NAME LEVEL TAG10'-0"

1 REVISION TAG

MATERIAL LEGEND

FOR PLANS AND DETAILS

CONCRETE MASONRY UNITS

CONCRETE

RIGID INSULATION

STUCCO

EXTERIOR INSULATION AND

FINISH SYSTEM

BRICK

ALUMINUM

STEEL

FINISHED WOOD

EARTH

SPRAY FOAM INSULATION

BATT INSULATION

NOTE: THE ABOVE MATERIAL INDICATIONS ARE

STANDARD AND ARE NOT INTENDED AS A

LISTING OF MATERIALS ON THE JOB

WIDE FLANGE STEEL COLUMN

SQUARE STEEL COLUMN

ROUND STEEL COLUMN

SQUARE CONCRETE COLUMN

GENERAL DISCIPLINE NOTES

BUILDING SUMMARY

A. HAT CHANNELS RUN VERTICAL IN SECTION FOR CLARITY.

B. PIPE SLEEVES, FRAMED OPENINGS AND ANY MISC. OPENINGS SHOWN ON

ARCH. DWGS THAT ARE SIZED AND/OR LOCATED MUST BE INSTALLED AS

INDICATED ON THE ARCH DWGS AND IN ACCORDANCE WITH THE APPLICABLE

DETAILS AS REFERENCED ON THE ARCH DWGS.

C. PIPE SLEEVES, FRAMED OPENINGS AND ANY MISC. OPENINGS ON ANY ARCH

DWGS THAT ARE NOT SIZED AND/OR LOCATED MUST BE SIZED AND LOCATED AS

INDICATED ON THE APPLICABLE HVAC, MECH, STRUCT, OR ELEC DWGS. THESE

OPENINGS MUST BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE ARCH

DETAILS AS REFERENCED ON THE DWGS.

D. PIPE SLEEVES, FRAMED OPENINGS AND ANY MISC. OPENINGS NOT SHOWN ON

THE ARCH DWGS MUST BE SIZED AND LOCATED AS INDICATED ON THE

APPLICABLE HVAC, MECH, STRUCT, OR ELEC DWGS. THE ARCH DWGS MUST BE

USED AS A REFERENCE FOR THE INSTALLATION OF THESE OPENINGS.

E. EQUIPMENT LAYOUTS FOR MECH AND ELEC AREAS ARE SHOWN ON THE MECH

AND ELEC DWGS.

F. SIDEWALKS, DRIVES AND OTHER SITE WORK ARE SHOWN ON THE CIVIL DWGS.

G. FOR STRUCTURAL STEEL, REINFORCING BARS, CONCRETE AND OTHER

STRUCTURAL MATERIALS, SEE STRUCTURAL DWGS AND SPECIFICATIONS.

H. REFER TO ROOM FINISH SCHEDULE FOR FINISH CEILING HEIGHTS.

I. WALLS INDICATED AS PAINTED (IN ROOMS RECEIVING ACOUSTICAL CEILING)

ARE TO BE PAINTED MINIMUM 4" ABOVE CEILING.

J. CEILING PANELS AND METAL TRIM TO BE CUT AND FITTED TO PROVIDE A

CLEAN AND NEAT CONDITION.

K. PAINTING CONTRACTOR MUST INVESTIGATE ALL PRIMED SURFACES TO

RECEIVE FINISH COATING FOR COMPATIBILITY. WHERE NON-COMPATIBLE

PRIMERS EXIST, A BARRIER COAT MUST BE APPLIED PRIOR TO APPLICATION OF

FINISH COAT.

L. SHOP DRAWING REVIEW IS FOR GENERAL COMPLIANCE WITH THE

ARCHITECTURAL DOCUMENTS. RESPONSIBILITY FOR QUANTITIES AND

DIMENSIONS LIES SOLELY WITH THE CONTRACTOR .

M. CONTRACTOR MUST VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE

CONDITIONS PRIOR TO BEGINNING WORK. NOTIFY CONTRACTING OFFICER

REPRESENTATIVE IMMEDIATELY OF ANY DISCREPANCIES.

N. PREVENT THE SPREAD OF DUST AND DEBRIS TO OCCUPIED PORTIONS OF

THE BUILDING AND AVOID THE CREATION OF A NUISANCE OR HAZARD IN THE

SURROUNDING AREA. DO NOT USE WATER IF IT RESULTS IN HAZARDOUS OR

OBJECTIONABLE CONDITIONS SUCH AS, BUT NOT LIMITED TO, ICE, FLOODING,

OR POLLUTION. VACCUUM AND DUST THE WORK AREA BEFORE TURNING OVER

TO THE GOVERNMENT.

O. ARCHITECTURAL 0'-0" IS EQUAL TO 90.15', RE: CIVIL

SITE AREA: RE: CIVIL

RENOVATION SF: +/- 4,000 SF

EXISTING SF: +/- 13,000 SF

GROSS BUILDING SF +/- 13,000 SF

NUMBER OF STORIES: 1

BUILDING SPRINKLED: YES

APPLICABLE CODES: NFPA 101 LIFE SAFETY CODE (NFPA),

INTERNATIONAL BUILDING CODE (IBC),

OCCUPANCY: BUSINESS

CONSTRUCTION CLASSIFICATION: TYPE IIB

SHEET NUMBERING SYSTEM

XX100

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

DISCIPLINE MODIFIER

SHEET NUMBER WITHIN SERIES

T.O.W. TOP OF WALL

TOPO TOPOGRAPHY

TRANS TRANSOM

T TREAD

TRTD TREATED

TD TRENCH DRAIN

TYP TYPICAL

U --------------------

UNO UNLESS NOTED OTHERWISE

V --------------------

VER VERIFY

VIF VERIFY IN FIELD

VERT VERTICAL

VCT VINYL COMPOSITION TILE

W -------------------

WC WATER CLOSET

W WEST

W/ WITH

WD WOOD

CONTROL JOINT

FEATHER EDGES

SEALANT

STEEL STUDS

INSTALL BOXED STUDS AT

VERTICAL WALL

ATTACHMENTS (TOILET

PARTITIONS, URINAL

SCREENS, SHOWER

BENCHES, HAND RAILS,

DOOR STOPS)

FRAMING DETAILS

NOTE: CONTROL JOINTS ARE TO BE PLACED AT ALL GYPSUM

BOARD WALL AND CEILING SURFACES THAT EXCEED 30 FEET

MAXIMUM IN ANY DIRECTION.

PARTITION CONTROL JOINT - TYPICAL

VERTICAL WALL ATTACHMENT FRAMING - TYPICAL

SHEET ID

AI

R

F O

R C

E C

IV

IL

E N

G

IN

EE

R

IN

G

C

EN

TE

R

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

D R

EM

Y

Au to de sk

D oc s:

//0

9-

-J

BM

D

L B3

B

2/

JB

M

D L

1_

La b

Ex pa ns io n_ A2

3.

rv t 1/

/2

:5

8:

A M

A-001C

LE

G

EN

D

S, A

BB

R

EV

IA

TI

O

N S, G

EN

ER

AL

N

O

TE

S

JO

IN

T

BA

SE

M

C G

U

IR

E- D

IX

-L

AK

EH

U R

ST

, L

AK

EH

U R

ST

N

J D

R

EM

Y

M R

O

BI

N

SO

N

Q R

EM

Y

JA

N

U

AR

Y

M

SB

L

-4

FI

N

AL

S

U

BM

IT

TA

L

- I

SS

U

ED

F

O R

C O

N

ST

R U

C

TI

O N

B3

R

EN

O

VA

TI

O

5/8" GYPSUM WALL BOARD,

EACH SIDE

METAL STUDS

METAL TRACK

LINE OF DECK

SOUND ATTENUATING BATT INSULATION

METAL TRACK

F.F.

A1 NON-RATED PARTITION - 1 LAYER 5/8" GYPSUM WALL BOARD

EACH SIDE, ON 3 5/8" 20 GAUGE STUD FRAMING WITH 3 1/2"

GLASS FIBER INSULATION

SCHEDULED BASE OVER

GYPSUM WALL BOARD,

RE: ROOM FINISH SCHEDULE

CONTINUOUS SEALANT, BOTH SIDES

CONTINUOUS SEALANT, BOTH SIDES

5/8" TYPE X GYPSUM WALL

BOARD, EACH SIDE

METAL STUDS, RE: WALL TYPES

METAL TRACK

LINE OF DECK

SOUND ATTENUATING BATT INSULATION

METAL TRACK

F.F.

B1 SOUND RATED PARTITION - STC 50 MIN. (NGC 2017217) -

1 LAYER 5/8" TYPE X GYPSUM WALL BOARD, ON 3 5/8" STUD

FRAMING WITH 3 1/2" GLASS FIBER INSULATION, ON

RESILIENT CHANNEL. 1 LAYER 5/8" TYPE X GYPSUM WALL

BOARD OTHER SIDE

SCHEDULED BASE OVER

GYPSUM WALL BOARD,

RE: ROOM FINISH SCHEDULE

CONTINUOUS SEALANT, BOTH SIDES

CONTINUOUS SEALANT, BOTH SIDES

RESILIENT CHANNEL

SHEET ID

AI

R

F O

R C

E C

IV

IL

E N

G

IN

EE

R

IN

G

C

EN

TE

R

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4…